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  1. A_9_9

    Integral Abutment Pile Design NYSDOT

    Does anyone knows if NYSDOT allows the integral abutment piles to be designed for only the gravity loads?
  2. A_9_9

    Resistance factor for Axial Capacity from APILE

    What LRFD resistance factors should be used based on AASHTO Table 10.5.5.2.3-1 for axial resistance of pile computed through different methods (API, FHWA, USACE) from APILE? APILE manuals are a bit vague and don't offer much insight into it. Thanks in advance.
  3. A_9_9

    GROUP Pile software Pile cap

    While modeling the group of piles in Ensoft Group Pile software, do we need to add the dead load of pile cap into the axial load input or is that calculated by the program based on pile cap dimensions we provide?

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